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Home My WebLink AboutPlan, Tentative APPLICANT 4/9/2014 (2)E N89006'1 6"W 25.81' Z 1 VIA �g r "V� Z VIA g I EX. WW MH #011 6" FL IN (W) == 431.01 TIA 2104 ,r '(1g' ASSESSORS MAP 17- 03 -34 -21 TAX LOT 1400 TENTATIVE SUBDIVISION PLAT FOR OSPREY PARK N.E.1 /4 N.W.1 /4 SEC.3�l, T.17S. R.3 W.,W.M. TAX LOT 1400 SPRINGFIELD, LANE COUNTY, OREGON 300 3104 EX. SD MH 102 VIA �Z, ,� �, 18» FL IN (E)- 429.83 1 24 FL IN (W)= 429.83 36" FL IN (N)= 428.48 36" FL OUT (S)= 428.48 RIM ELEV. - 436.03 a 4.27' FENCE ENCROACHMENT ` S89' 11'00 "I ilk 02 DO . � �� .► TL L -83.66 ' .� 1 d g g " � VI 1� d =47 55 52 R= 100.00 � I 105 CA- N66'47'26 "E EX. HYDRANT 1� ( 1 = L� CL -81.24 MARILYN CT. 12° FL IN (W)= 430.25 30° FL IN (N)= 43D.00 30" FL OUT (S) =30.00 (� RIM ELEV.= 440.55 --° 4300 VICINITY MAP NTS vg NOTES: 1. The property is located in zone X on Firm map #410391.1141 F and is in an area determined to be outside 500 -year flood plain. t th' 't 85W M I b b 1 d 1 10/ D V f ypes on �s s� a are o a a on ur an an L'V" Ip ex, a ay ton silt loam, clay substratum and 3% Courtney gravelly silty clay loam. 3. Zoning is LDR Low Density Residential. Surrounding lofts within a 100 feet 000 � �� are zoned LDR Low Density Residential. Metro Plan De;- ignation is LDR. o = 4. Elevations are based on City Benchmark 391. A s u,ire TBC @ South end of ramp @ North West corner of Hamilton St. and Island St. Elevation =445.75. 5. Electrical services to be underground and subject to the policies and procedures of SUB. 6. Water distribution by SUB. 4�� 7. Wastewater and Storm Drainage systems are to be public. 8. Subject site meets all solar access requirements. 9. Street lighting is proposed for the subdivision. f 10. Street trees are proposed for the subdivision. 11. There are no LTD facilities adjacent to the site. Nearest facility are located on W Centennial Blvd. ----- 19 "SD ---- 12. Existing Fire Hydrant locations as shown. 13. Existing tree locations, size and type as shown. All tries to be removed. HAMILTON ST. 14. Adjacent properties under other ownership. 15. The Site is approximately 1,860 feet West of the Zone of Concentration T (99 -yr. TOT) as delineated on the Wellhead Protection Areas Map dated EX. HYDRANT 2013. cn 0 2p LEGEND • EXISTING FOUND MONUMENTS I & EXISTING BOUNDARY I 123 ADJACENT PROPERTIES G ---- EXISTING CURB LINE 8 � . - - X - �- EXISTING FENCE 8"W EXISTING WATER MAIN EXISTING WATER METER EXISTING WATER VALVE G4 EXISTING FIRE HYDRANT �8"WW ._.,. EXISTING WASTEWATER SYSTEM zso EXISTING CLEANOUT 1 -� EXISTING STORM DRAINAGE SYSTEM leg o TL jI zL Sig ° I I�AEX. WW MH #023 8" vaoo, 8" FL IN (S)= 426.62 8" FL OUT (W)= 426.58 RIM ELEV. = 436.50 C -2.2 ROADWAY DETAILS C -2.3 ROADWAY DETAILS C -3.0 UTILITY PLAN NORTH C -3.1 UTILITY PLAN SOUTH C -3.2 CIVIL DETAILS C -4.0 N � i TL 0 O Q0�v ® (n � co � leg o TL jI zL Sig ° I I�AEX. WW MH #023 8" FL IN (N)= 426.62 8" FL IN (S)= 426.62 8" FL OUT (W)= 426.58 RIM ELEV. = 436.50 EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT UGE EXISTING UNDERGROUND ELECTRIC D EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL PHN EXISTING TELEPHONE LINE 2 "G EXISTING GAS MAIN EXISTING GAS VALVE EXISTING TREES AS SHOWN EXISTING CONTOURS i/ •/ / ,/ 120, :.66.x:. OWNER SPRINGFIELD SCHOOL DISTRICT 525 MILL ST. SPRINGFIELD, OR. 97477 APPLICANT DADY, L.L.C. 1953 GARDEN AVE. EUGENE, OR. 97403 PHONE: (541) 484 -0070 PROJECT COORDINATOR ENGINEER / SURVEYOR OLSON & MORRIS 386 Q STREET SPRINGFIELD, OREGON 97477 PHONE: (541) 302 -9790 GEOTECHNICAL PROFESSIONAL BRANCH ENGINEERING 4310 CHERRY AVE. NE KEIZER, OR. 97393 PHONE: (503) 779 -2577 SHEET INDEX C -1.0 SITE ASSESSMENT PLAN C -1.1 TENTATIVE SITE PLAN C -2.0 GRADING /PAVING PLAN NORTH C -2.1 GRADING /PAVING PLAN SOUTH C -2.2 ROADWAY DETAILS C -2.3 ROADWAY DETAILS C -3.0 UTILITY PLAN NORTH C -3.1 UTILITY PLAN SOUTH C -3.2 CIVIL DETAILS C -4.0 STREET TREE PLAN �I'Ie(-.&U -Typ2Jq*. dboo5 5U.6IUC5tp() rtCNT-ATtV�. D pq� L- ' °, 'C• (:3 C C)w�3 o E o o rn � wry o•� w or 0 w Ql) w 0 O Q0�v ® (n � co 0 o O w Ql) 0 O Ql) Q0�v ® � O N i� v� ® t� Z a0 w Q Q Q w w w w w w n J Q� w w w o U C� a to rx t4 0� U CL 9 8 5,515 SF 4,740 SF Lwl 00 (o r i. 10 5' OFFSET SIDEWALK r 13 1 4. 6,179 SF 60.00 ti 58.51 R/W 7 c P. Lo 4,740 SF 45 Op cp 1 .73' 4 . ' 14 Lo 6 5 4,740 SF 71.12' 5,329 SF VISION LQ 4,740 SF b4uu 85.00' CLEARANCE 1.76/� VA�l TRIANGLE ND 17 16 150.00, i I 15 SOALf- 1'*=50' 50 jp 0 50 100' p&4M-M-MM79lq I FAM KGam 00 co 4 00 18 - _&I 1 5,379 SF Lyi 5,781 SF P 6,625 SF R NOTES: 5,064 SF 19 5,483 SF VISION 1. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PUBLIC I .......... VISION VISION CLEARANCE i L � Z.11 �" 00 258 20 4,569 SF 5' OFFSET co_ CLEARANCE CLEARANCE STORM, WASTEWATER AND WATER ARE SHOWN ON SHEETS C-3.0 & MANGLE ip 4,807 SF PERV101 I C) CD 21 SIDEWALK TRIANGLE TRIANGLE Lo C-3.1. PRIVATE UTILITIES (ELECTRIC, PHONE & CABLE) ARE SHOWN E4 PAVEMENT *VIM PERVI U-i - M-1 �r 04 79F-00 OU SECTION 2 3 lo. k. 4,800 SF PAVEMENT 5,064 SF, 22 CONCEPTUALLY ON SHEETS C-3.0 & C-3.1 AND WILL BE DESIGNED BY 4,745 SF SECTION CO. pp 5,126 SF . ......... PRIVATE UTILITY PROVIDERS. k L.%J.00 25.0 2"SD 2. POLLUTION CONTROL WILL BE HANDLED BY FLOW-THROUGH PLANTERS ts- 25.00 ci 6,806 SF roci riq �C;lt VISION 1 . . . .................... ........... . . ...... ....... . . ... .. C) PERVIOU t -- - - __ - ------ Wa 4 cr CLEARANCE u") - AND PERVIOUS PAVEMENT AS SHOWN ON SHEET C-3.0, C-3.1 C-3.2. PAVEMENT 25.0 HAMILTON ST. TRIANGLE SECTION 3 ------ 3. SITE SHALL BE GRADED TO PREVENT STORM WATER RUNOFF TO ADJACENT PROPERTIES. 77,, �7 7 z COP 6-1.01L C) c-L CD 4. THERE ARE 5 TREES WITH DIAMETERS > 5" ALL TO BE REMOVED. CLEARA 53 VISION - 5,126 SF\ Ul L 5,257 SF NCTE*N� FLOW-THROUGH Lo 5 STREET LIGHTS WILL BE PROVIDED AS SHOWN ON SHEETS C-3.0 & k PLANTER TYP. Ln TRIANGLE 5' OFFSET VISION 25 po C-3.1. SIDEWALK 54 CLEARANCE Lo b. THE PROPOSED SUBDIVISION IS U BE PHASED AS SHOWN. 'n U) Lo u'l TRIANG un I co Lo cl*4 C*4 6,680 SF to Lo 32 CN LE NI 28 29 30 31 27,QQ jv'.13q �' 1� ll� r- 6 33 27 5,627 SF 5,925 SF 5,475 SF m 5,019 SF 0) 5,475 SF o) 5' OFFSET 5,857 SF 5.0' PLANTER 00 5,180 SF L i •N 0) 5.0' SIDEWALK SIDEWALK P LEGEND PHASE LINE 26 C) 00 74.02 t 5.00' 6.0'± PLANTER @ 5,14 6 S F CD• I-- co 4 co 65.00' 60.00' 55.00' 60.00' 65.00' 1 25 65.00' EXISTING BOUNDARY Cap) 55 co 6,622 SF INLET TO BE CD C) 5,252 SF 60.00' - - - - - - - ADJACENT PROPERTIES VISION PHASE ONE RELOCATED PROPOSED DECORATIVE 4 Lo 24 cq PHASE TWO u WROUGHT IRON FENCE CLEARANCE 00 E W/5' 4 _ >F "d- 'u-) -U-) 35 'u-) -U-) 37 -Lo 38 oo 6,32 36 EXISTING CURB LINE 8.33 TRIANGLE co 45 34 HIGH X 18" SPLIT-FACE C�6 55.00' 46 " 5,857 SF I 52 4 5.964 SF 5,925 SF 5,475 SF 5,019 SF 5,475 SF V_ BLOCK COLUMNS ALONG THE 0) o') 85.00' TEMPORARY GRA� IEL 5,236 SF Z I X X EXISTING FENCE 5,816 SF c> VISION G- FULL FRONTAGE OF RAINBOW TURNAROUND TO --5' OFFSET q C) C.L DRIVE. SEE SHEET C-2.3 CLEARANCE 36.00' 86.85 BE BUILT AS PAI 65.OZ SIDEWALK -,.,,,PR CONCEPTUAL DETAIL. 8"W EXISTING WATER MAIN fc) ROADWAY TRIANGLE N OF PHASE 1 COI 4ST. 10 _ "�. , - - - I C) 56 c) w 9; 1- 6-5-.ro -6n(r ai 5,865 SF EXISTING WATER METER 47 51 C) 60.00' CD 7.00 LO 00 4,895 SF a) C) 5,216 SF c; ............... 0 EXISTING WATER VALVE 48 25.0 P.U.E.7 C) b 9' KINGFISHER ST. 00 L 7.00 C3 6,958 SF C6 P.U.E. Lo 25.0 EXISTING FIRE HYDRANT 85.00' Lo 7�. b co Lci 87.01 " 49 c�4 -8 WW EXISTING WASTEWATER SYSTEM c-� 'cD c>j _cD 57 56.00 50 6,624 SF 3 WU, 60.0 ATO C) z jui'"- Rj'W 5,906 SF 04 EXISTING CLEANOUT of 5,865 SF 7 C14 5' OFFSET c) ui 3 VISION 0i *(5- VISION Al .44 c� =:i SIDEWALK a�---24"SD EXISTING STORM DRAINAGE SYSTEM CLEARANCE to I' i 25 .0 CLEARANCE I 3.61' TRIANGLE VISION -U-) Zo zo lo TRIANGLE CD r,.D C�' C*4 C-4 C*4 xi 43 42 41 40 39 CLEARANCE EXISTING CATCH BASIN 7 -6 67 T- T, 97T 5,925 SF 5,475 SF 5,019 SF 11*1 5,475 SF 0" 5,857 SF 7� 44 5' OFFSET TRIANGLE PROPOSED 36.00 EXISTING CURB INLET SIDEWALK s \6,156 ROADWAY WIDTH 25.00 58 VISION 65.00' 60.00' 55.00' 60.00' EXISTING STREET LIGHT 5,711 SF CLEARANCE 53.751 'C'4 m TRIANGLE 88.75' 70.00' 65.00' 65.00 UGE EXISTING UNDERGROUND ELECTRIC 64 Od nA EXISTING TRANSFORMER b - --I - 5,957 SF Vw 1.01 5' OFFSET u" -3 *VIC\ 78 77 76 75 74 10 EXISTING TELEPHONE PEDESTAL 4.43 SIDEWALK 6,528 SF 5,931 SF 6,387 SF 5,931 SF 5,857 SF 63 M Lj o) PHN EXISTING TELEPHONE LINE VISION VISION cr-q 6,939 SF 0 5' OFFSET 8 59 60 C) 61 nc:) 62 o6 o6 CLEARANCE CLEARANCE co SIDEWALK 1.4- 7,386 SF 5,898 SF 5,722 SF 00 5,934 S F 65 cc:D:> 'k L \�' � I C) -2"G - EXISTING GAS MAIN TRIANGLE TRIANGLE _c) 5,254 SF Lo i ui co r__ t -6-5.070 .rO T5_.0 0 r 06 EXISTING GAS VALVE 76.36' 86.36' 11 65.00' 165.00' 170.00' 1 of 25. Ck 90.54' C) MEADOWLARK LN. co Lo 25.00 � a 66 c AA� n 6,001 SF to -55-OE _6UT _47.0QL b C) Lo PERVIOUS 5' OFFSET CD VISION 5' OFFSET PAVEMENT SIDEWALK C> SIDEWALK SECTION r-: cl: CLEARANCE TRIANGLE '00 67 68 69 70 C) 10 -cn 71 ((on 72 _c, *'-' 73 a. __a.. __._. w to o6 0') 7,174 SF 6,518 SF 5,319 SF 5,857 SF 5,419 SF c06, 5,964 SF Qm 5,691 SF b o6 p HN 100.421, 55.01' 6 55.01 1/0 &,0.01 50.30 o \ x 4 C%4 '(=0 2"G MARILYN CT. 0 vy C71 0 (V > cr) C 0 U L13 ckl rl E o 0 0) CN W cl� no Q: c or o C, c') 00 PO = ch, z 0 V) C) _j z cy) 0 o T-- . -m Lo I 0 Lo C-4 Ld ui Q� 0 0 z ui 3:: D z uj w �2 I 9! � C71 0 (V > cr) C 0 U L13 ckl rl E o 0 0) CN W cl� no Q: c or o C, c') 00 PO = ch, z 0 V) C) _j z cy) 0 o T-- . -m Lo I 0 Lo C-4 Ld ui Q� 0 0 z ui 3:: D z uj w �2 9! Q) O C) QL) C/) QL) CZ) _+-Z) 0 Ql) Z SHEET C -1.1 of 10 C) 0 Z 0 u w w w w, 0 < > > > w w w w 0 CL� CU /) w w 01.1 u SHEET C -1.1 of 10 LEGEND 0- 436.10 TC 00 ---R 20.00 436.59 TC R- 20.00 + 436.45 1 . . . . . . . . . . .................. rc :z 3 ,jw 11 435.78 0,00 SXIE.• 1 `40' 400 0 40 80' cn L- 0 cn >N L- W (D > Q) C cf.) c 0 U Uj ck5 86 EXISTING BOUNDARY EXISTING STREET LIGHT c— co ♦ CN cli o 0 V) E U) ADJACENT PROPERTIES PROPOSED STREET LIGHTS Uj EXISTING CURB LINE —UGE-- EXISTING UNDERGROUND EL17 CTRIC —X—X— EXISTING FENCE EXISTING TRANSFORMER 8"W EXISTING WATER MAIN EXISTING TELEPHONE PEDESTAL FW-] EXISTING WATER METER —PHN-- EXISTING TELEPHONE LINE EXISTING WATER VALVE —2"G EXISTING GAS MAIN BYO EXISTING FIRE HYDRANT EXISTING GAS VALVE �8 "WW EXISTING WASTEWATER SYSTEM PROPOSED CURB & GUTTER' EXISTING CLEANOUT PROPOSED PERVIOUS PAVEMENT Q--24"SD Z EXISTING STORM DRAINAGE SYSTEM Q (REFER TO SHEET C -2.3 ) Q .. EXISTING CATCH BASIN EXISTING CURB INLET 0- 436.10 TC 00 ---R 20.00 436.59 TC R- 20.00 + 436.45 1 . . . . . . . . . . .................. rc :z 3 ,jw 11 435.78 0,00 SXIE.• 1 `40' 400 0 40 80' cn L- 0 cn >N L- W (D > Q) C cf.) c 0 U Uj ck5 86 C) E OU c— co ♦ CN cli o 0 V) E U) Or 00) C.0 0 Uj C) C.) 01 CL = cl) V) cl- SHEET C-2.0 of 10 Date Receivedo. APR otiginal Submittal Z a W Q Q Q 0 U LQ Lij w 0 < > > > :� U w w w 0 a U) C4 0� w U SHEET C-2.0 of 10 Date Receivedo. APR otiginal Submittal I , 011 EXISTING STREET LIGHT PROPOSED STREET LIGHTS UGE EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL PHN ----- EXISTING TELEPHONE LINE -2-G EXISTING GAS MAIN EXISTING GAS VALVE PROPOSED CURB & GUTTER PROPOSED PERVIOUS PAVEMENT (REFER TO SHEET C-2.3) 26 25 x4s 55 MATCHLINE REFER TO 24 SHEET C-2.0 52 45 34 35 36 37 38 46 4,38.97 TC\ CD 436.92 PROPOSED 438.82 j CL 47 LP TC DRIVE TC 56 35 438.61 9 s (y HP TC ROA WAY 51 a C) cg C) 438, 61 48 Lc u') 0% s=O.vO% .00 1 S=0.4 24 32 06 4 7.00 777. 7,00' 1 437.80 R=20.00' P.U.E. so'. C) C) i t , HP TCX P I E C) 437.29 CD CD P.U.E. °"" ffi. C; -438.50 - 57 \4 �6-pdil - .00, :3�. 912 �07 R 0 438.07 438.07 y C:> DRIVE 1 TC 50 TC LP TC TC TC 438.37 TC I. 14 437.12 ,+-R=35.00' 437. 437.80 I G TC 437.39 LP TC 4�a ,, . rt � # `t. p 44 43 42 41 40 39 437.94 r7 If-- 4 uu A TC R=35.00 ol PROPOSED R=50.00' DRIVE 3 437.30 TC 13=60,00' S=0.40% R=31.50 R=40.0 64 PROPOSE k 437.73 437.39 437.14 DRIVE TC TC LP TC 78 77 76 715 74 i A 437 52 436.52 437.20 TC TC TC 59 60 61 62 63 /*-R=35.00' C) c� PROPOSED 436.35 435.83 436.77 \ rul 65 DRIVE LP TC TC 436.81 �:--R= 0.00,.. •�.. 7" '!R=35 0' TC S=0.50 S =0.50 '-- 31.9 R=50.OQ -C) 436.68 .00, 436.1 cc:,� ',A S=O S=0.50% T TC . . .... ............ . 1pp� .40%\ R=41.50 n U-)� ...... . ............. 436.89 wwwn y. R=31.50' AC '_ :�7 4 66 435.83 -PROPOSED \ 436.77 436.49, LP TC ui f DRIVE TC 3r TC 436.3 4303 TC R=40.00' TC 67 /,68 69 70 71 72 73 SCALE: 1`40' 40 0 40 8op EXISTING BOUNDARY PROPOSED E 00 ADJACENT PROPERTIES 36.00' rZ, W �' o . EXISTING CURB LINE --X -X G EXISTING FENCE 8"W EXISTING WATER MAIN L 00 CL,- EXISTING WATER METER 0 EXISTING WATER VALVE EXISTING FIRE HYDRANT @�--8"WW - EXISTING WASTEWATER SYSTEM 0.00' II EXISTING CLEANOUT $D- -24 "SD - I) EXISTING STORM DRAINAGE SYSTEM 0 EXISTING CATCH BASIN EXISTING CURB INLET EXISTING STREET LIGHT PROPOSED STREET LIGHTS UGE EXISTING UNDERGROUND ELECTRIC EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL PHN ----- EXISTING TELEPHONE LINE -2-G EXISTING GAS MAIN EXISTING GAS VALVE PROPOSED CURB & GUTTER PROPOSED PERVIOUS PAVEMENT (REFER TO SHEET C-2.3) 26 25 x4s 55 MATCHLINE REFER TO 24 SHEET C-2.0 52 45 34 35 36 37 38 46 4,38.97 TC\ CD 436.92 PROPOSED 438.82 j CL 47 LP TC DRIVE TC 56 35 438.61 9 s (y HP TC ROA WAY 51 a C) cg C) 438, 61 48 Lc u') 0% s=O.vO% .00 1 S=0.4 24 32 06 4 7.00 777. 7,00' 1 437.80 R=20.00' P.U.E. so'. C) C) i t , HP TCX P I E C) 437.29 CD CD P.U.E. °"" ffi. C; -438.50 - 57 \4 �6-pdil - .00, :3�. 912 �07 R 0 438.07 438.07 y C:> DRIVE 1 TC 50 TC LP TC TC TC 438.37 TC I. 14 437.12 ,+-R=35.00' 437. 437.80 I G TC 437.39 LP TC 4�a ,, . rt � # `t. p 44 43 42 41 40 39 437.94 r7 If-- 4 uu A TC R=35.00 ol PROPOSED R=50.00' DRIVE 3 437.30 TC 13=60,00' S=0.40% R=31.50 R=40.0 64 PROPOSE k 437.73 437.39 437.14 DRIVE TC TC LP TC 78 77 76 715 74 i A 437 52 436.52 437.20 TC TC TC 59 60 61 62 63 /*-R=35.00' C) c� PROPOSED 436.35 435.83 436.77 \ rul 65 DRIVE LP TC TC 436.81 �:--R= 0.00,.. •�.. 7" '!R=35 0' TC S=0.50 S =0.50 '-- 31.9 R=50.OQ -C) 436.68 .00, 436.1 cc:,� ',A S=O S=0.50% T TC . . .... ............ . 1pp� .40%\ R=41.50 n U-)� ...... . ............. 436.89 wwwn y. R=31.50' AC '_ :�7 4 66 435.83 -PROPOSED \ 436.77 436.49, LP TC ui f DRIVE TC 3r TC 436.3 4303 TC R=40.00' TC 67 /,68 69 70 71 72 73 SCALE: 1`40' 40 0 40 8op PROPOSED 36.00 ROADWAY R. -20.00' =20.00' I. W F, N cp 0 cn >-w oc L- (D > cn 0 C U) (.5 Lu 48 86 C) PROPOSED E 00 co co co 36.00' rZ, W �' o . c- ROADWAY 01 G �,E 5 o U) cy C ) L 00 CL,- 0 =20.00, 0.00' II I) C14 0 E:4 PROPOPER SED STREET LIGHT CITY STD. w DWG 5-23, ALL .,!4 INTERNAL LIGHTS TO w BE DECORATIVE PER CITY STD. DWG. 5-24. PROPOSED 36.00 ROADWAY R. -20.00' =20.00' I. W F, N cp 0 cn >-w oc L- (D > cn 0 C U) (.5 Lu 48 86 C) E 00 co co co C/� rZ, W �' o . c- 01 oV) �,E 5 o U) cy C ) L 00 CL,- 0 CL in V) SHEET C-2.1 of 10 C) co co co r4 tt� LU w cnl SHEET C-2.1 of 10 C) cnl C14 0 E:4 w w w 0 < > > > < U 0 ul u SHEET C-2.1 of 10 I 50' R/W Of 28' ROADWAY STD. SHED CROWN --2-7,0 61 5 PLANTER WALK 2% .TYPICAL 28' STREET CROSS SECTION. 6q r TYPICAL 36' STREET CROSS SECTION INTERNAL STREETS (NOT RAINBOW) N.T.S. IF LAIALCO-111C IS DEPRESSED, --- --------- RESIDENTIAL CUL-DE-SAC SECTION AS TO LA11�0,,N(3 ppil b --k- �SIDEWALK CONSTRUCTI SECTION ....... n < 12'. Nif.-,X. SLOPE' 50:1 st-OPE, 12:1 0 STANDARD CURB & GUTTER MOUNTABLE CURB & GUTTER 4> H. .. . ........ ............. IF NEEDED 1 ASPHALT CONCRETE PAVEMENT sq, 112 PAVEMENT WIDTH CRUSHED ROCK BALLAST 40 (MIN PH&T COIRCRETE 1,2' MIN- PLACED PRO TO PAVING 2* VXX CLASS t' WEARING COURSE CITY STMOARID CURB k GtMM OVER CLASS 'IT WE COURSE(S) I— REFER TO SW 3-5 RACED IN 2' r UM 2% MIN am SLOPE mww—,� 5 WN........... If (MNWUW) 1 1/2- MINTS CRUSHED M MR WET SOIL OR WINITR WEATHER FIRM COMPAMD SUB QM COWUMN, OVER EXCAVATE AS DIRWM t By TK cay IwEvOR (r ws) PiAm Giox= FA WC AND REPLACE WITH ADDITIONAL I I/e "US CRIMED RDCr. OMER MUCH MAY TYPICALLY PORTLAND CEMENT CONCRETE PAVEMENT At 0 1/2 PAVEMENT WIDT4 f5 Xey ,Drat CRUSHED KCK BALLAST 7- (MINIMUM) FOWUND CEMENT COROWU 11' MIN_-v-0-f PLACED PRIOR TO PAYING CITY STMOARD CURB k GUnER r- REFER To SID DWG 3-5 S%w 0A TIED CWRA"I 4MNr 2% mix CROSS SLOPE CROYM__^ ; -T!ix WIN KIFER TO SO DV(G 3-4 7, Y, i \--r (M = MIMUM) 3/e WINUS SHED ROCK FOR WET SOIL OR WINTER WEATHER FIRM 00IMPACTED SUME CONTRUCTION. OVER EXCAVATE AS DIRECTED ILBY TIRE CITY IMPECTOR (8- w PLACE GEOMMI f IFAWC AND 'LLACE WIN CONCRETE PAVEMENT JOINTING NOTES AIDDITIONAL 1 1/2- MINUS MMED RNK. REFER TO STANDARD DIRAWING 3-9 FOR JOINTING DETAILS OCTOBER MUCH MAY TYPICALLY NOTES RADIUS (Z5' WHIMUMI) . ....... RADIUS 2 RADIUS 2 =WN - 0,40' CIP' STANEIARD CURB A GVT7ER ABOVE TOP OF CURB F_ REFER TO STa DWO 3-XX :!QiNT I ABOVE TCP OF CURE pARAoTUC CROSS SLOPE COMMERCIAL INDUSTRIAL CUL-DE-SAC SEC"iJON ITADIUS t�50' MA1,14,UY) CROW4 CIP STAI CARD CJR8 4 GUT =ER I /' REFER TO STD DWG S-XX 2% IMN 4% MALIKAR1,46ti) SKID SLOPE L"�2 [IT WIDTH AT MEECK OF CUL-0-.--SAC tF AIUS GUL-K-SAC il D /Z STREET WIDTH OFFSET 'e, 41 'k 'sp 9IMMUM STRLET W10111 f- 4�1 MIX AT NECK OF 0.1-CE-SAC 3 i hl f40 L 1 P ..... ...... 114* UP %TWEEN WIFF? —6 `4LE Awl- t`_ GUTIER FLVh LINE I 1/2- RADIUS (TY FICAL) 4/2" RADIUS 'TYP�CAL' 6 13" DIA, WEEF PIPF 6�25 %50? • t it �,j 6 240 ----- ----- ... ... .. ...... . . ............ . . . ..... ............. EXTRUDED CURB FJLL DEPTH CURB -6 1/2 RiD. pw I RAD'k WEE P 1104LES SHALL BE RACiG AT 75' O.C. 09 43 OTIR RWISI 5 F _1'C `F Ex FiFER TO SD QNC, 3-XX 101 WSMLAI rh D TAI #,N NEW TUCTION. PLACIE CONTRACTION AANT OVER IN' FRONT OF PIPE CONTRACTIOP4 JOINTS 5 FLET O.C. MAX ON NON-EEXVRUIDED CONCRETE CJRB GLTT�R POU-6 4- 1( -INCH THICK PREFORMED EXPANSION JOINTS SHALL 2 8 P'-ACL)- 30 FLE7 O.C. (INSTEAD OF CONIRACU Ii K J014TSI AND Wil FR_ MOVEMENT IS ANTiCIPATED _ Z. %CLR8 END TREATMENT -EXPANSION JOINT Z CURB RK)IJS v 641 r4q -z 0.DNSQVC LAITCR CN CURB FACE- Wi+' FORVS NOTES * WHERE CONCFETE PAVEMW WILL BE USED, CWRACTION JOWTS SHki BE PLACED TO MATCH TRMMRM COT RAMON JOINT L00TI0N5 h SOW 0 STRL)CTURAL THICOESS IDWHED ON THESE !EnONS ARE THE WNIMUMIS FOR DRY FIRMLY COMPAM SUBGRADE. THE CITY INSPECTOR MAY REQUIEM OlfiR EXCAVATION (e MINIMUM) AND THE PLACI" OF GEOMW FABRIC AND ADDITNAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT WE MiR TO SMWMU STAN= VMWTOIIS FOR ROOMY SMLMRE ODMPACMN REQUIREMM A PARAIM W" MAY BE UTILIZED ON LOQkL RESIDDM& STRIEETS, REFER 10 STANIAD DRAWINGS 34 FOR DETAILS. SIDEWALKS, AQCESS RANK AND RESIDWIAL DRIVEWAYS SHALL BE = PSI fUD S1RENG1H (M50 PSI LAB ST MTH) 6.0 SAM WX Coma CURBS & COMMERCIAL DRIVENNYS SHALL BE 20 PSI HELD STMGM (4025 PSI LAB STRENGTH) 6.3 SACK MIX 0ONCRETE E^ R11 lR,!4,/-? NOTES O0 0 PAN" MI) 24- #5 RM VE BARS SHALL BE PLAM IN GREEN CON UUE * CURB MD Gtm SURFACES stiki tior A BRoom FINISH PAWLEIL TO THE LBM OF THE CURB C) CONCRETE PAVEMENT SHALL BE 40M PSI FIELD ST MW (4W PSI LAB STRENGTH) 7.0 SACK MIX CONCRETE WITH 1 1/2' MINUS FRACTURED AGINGATIE. RIEFER 70 STAN06W OWING 3-XX FOR STRIUCTURAL SECTION. 0P PAVEMENT MIX DESIGNS SHAILI BE SUBMITTED TO THE CITY FOR APPROVAL PWR TO THE SCHEDULED PAVING DATE_ C0$APA(-efED CRtJSHED R0`1' 11 Mau ------------ ---- - ----- IF LAIALCO-111C IS DEPRESSED, AT 1'1:1 RESIDENTIAL CUL-DE-SAC SECTION AS TO LA11�0,,N(3 5`��C,E`OJALKS 01-4LY co CO Q P4 AQ SECTION ....... A A ... ......... ..... < 12'. Nif.-,X. SLOPE' 50:1 st-OPE, 12:1 0 STANDARD CURB & GUTTER MOUNTABLE CURB & GUTTER 4> H. .. . ........ ............. IF NEEDED 1 ASPHALT CONCRETE PAVEMENT sq, 112 PAVEMENT WIDTH CRUSHED ROCK BALLAST 40 (MIN PH&T COIRCRETE 1,2' MIN- PLACED PRO TO PAVING 2* VXX CLASS t' WEARING COURSE CITY STMOARID CURB k GtMM OVER CLASS 'IT WE COURSE(S) I— REFER TO SW 3-5 RACED IN 2' r UM 2% MIN am SLOPE mww—,� 5 WN........... If (MNWUW) 1 1/2- MINTS CRUSHED M MR WET SOIL OR WINITR WEATHER FIRM COMPAMD SUB QM COWUMN, OVER EXCAVATE AS DIRWM t By TK cay IwEvOR (r ws) PiAm Giox= FA WC AND REPLACE WITH ADDITIONAL I I/e "US CRIMED RDCr. OMER MUCH MAY TYPICALLY PORTLAND CEMENT CONCRETE PAVEMENT At 0 1/2 PAVEMENT WIDT4 f5 Xey ,Drat CRUSHED KCK BALLAST 7- (MINIMUM) FOWUND CEMENT COROWU 11' MIN_-v-0-f PLACED PRIOR TO PAYING CITY STMOARD CURB k GUnER r- REFER To SID DWG 3-5 S%w 0A TIED CWRA"I 4MNr 2% mix CROSS SLOPE CROYM__^ ; -T!ix WIN KIFER TO SO DV(G 3-4 7, Y, i \--r (M = MIMUM) 3/e WINUS SHED ROCK FOR WET SOIL OR WINTER WEATHER FIRM 00IMPACTED SUME CONTRUCTION. OVER EXCAVATE AS DIRECTED ILBY TIRE CITY IMPECTOR (8- w PLACE GEOMMI f IFAWC AND 'LLACE WIN CONCRETE PAVEMENT JOINTING NOTES AIDDITIONAL 1 1/2- MINUS MMED RNK. REFER TO STANDARD DIRAWING 3-9 FOR JOINTING DETAILS OCTOBER MUCH MAY TYPICALLY NOTES RADIUS (Z5' WHIMUMI) . ....... RADIUS 2 RADIUS 2 =WN - 0,40' CIP' STANEIARD CURB A GVT7ER ABOVE TOP OF CURB F_ REFER TO STa DWO 3-XX :!QiNT I ABOVE TCP OF CURE pARAoTUC CROSS SLOPE COMMERCIAL INDUSTRIAL CUL-DE-SAC SEC"iJON ITADIUS t�50' MA1,14,UY) CROW4 CIP STAI CARD CJR8 4 GUT =ER I /' REFER TO STD DWG S-XX 2% IMN 4% MALIKAR1,46ti) SKID SLOPE L"�2 [IT WIDTH AT MEECK OF CUL-0-.--SAC tF AIUS GUL-K-SAC il D /Z STREET WIDTH OFFSET 'e, 41 'k 'sp 9IMMUM STRLET W10111 f- 4�1 MIX AT NECK OF 0.1-CE-SAC 3 i hl f40 L 1 P ..... ...... 114* UP %TWEEN WIFF? —6 `4LE Awl- t`_ GUTIER FLVh LINE I 1/2- RADIUS (TY FICAL) 4/2" RADIUS 'TYP�CAL' 6 13" DIA, WEEF PIPF 6�25 %50? • t it �,j 6 240 ----- ----- ... ... .. ...... . . ............ . . . ..... ............. EXTRUDED CURB FJLL DEPTH CURB -6 1/2 RiD. pw I RAD'k WEE P 1104LES SHALL BE RACiG AT 75' O.C. 09 43 OTIR RWISI 5 F _1'C `F Ex FiFER TO SD QNC, 3-XX 101 WSMLAI rh D TAI #,N NEW TUCTION. PLACIE CONTRACTION AANT OVER IN' FRONT OF PIPE CONTRACTIOP4 JOINTS 5 FLET O.C. MAX ON NON-EEXVRUIDED CONCRETE CJRB GLTT�R POU-6 4- 1( -INCH THICK PREFORMED EXPANSION JOINTS SHALL 2 8 P'-ACL)- 30 FLE7 O.C. (INSTEAD OF CONIRACU Ii K J014TSI AND Wil FR_ MOVEMENT IS ANTiCIPATED _ Z. %CLR8 END TREATMENT -EXPANSION JOINT Z CURB RK)IJS v 641 r4q -z 0.DNSQVC LAITCR CN CURB FACE- Wi+' FORVS NOTES * WHERE CONCFETE PAVEMW WILL BE USED, CWRACTION JOWTS SHki BE PLACED TO MATCH TRMMRM COT RAMON JOINT L00TI0N5 h SOW 0 STRL)CTURAL THICOESS IDWHED ON THESE !EnONS ARE THE WNIMUMIS FOR DRY FIRMLY COMPAM SUBGRADE. THE CITY INSPECTOR MAY REQUIEM OlfiR EXCAVATION (e MINIMUM) AND THE PLACI" OF GEOMW FABRIC AND ADDITNAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT WE MiR TO SMWMU STAN= VMWTOIIS FOR ROOMY SMLMRE ODMPACMN REQUIREMM A PARAIM W" MAY BE UTILIZED ON LOQkL RESIDDM& STRIEETS, REFER 10 STANIAD DRAWINGS 34 FOR DETAILS. SIDEWALKS, AQCESS RANK AND RESIDWIAL DRIVEWAYS SHALL BE = PSI fUD S1RENG1H (M50 PSI LAB ST MTH) 6.0 SAM WX Coma CURBS & COMMERCIAL DRIVENNYS SHALL BE 20 PSI HELD STMGM (4025 PSI LAB STRENGTH) 6.3 SACK MIX 0ONCRETE E^ R11 lR,!4,/-? NOTES O0 0 PAN" MI) 24- #5 RM VE BARS SHALL BE PLAM IN GREEN CON UUE * CURB MD Gtm SURFACES stiki tior A BRoom FINISH PAWLEIL TO THE LBM OF THE CURB C) CONCRETE PAVEMENT SHALL BE 40M PSI FIELD ST MW (4W PSI LAB STRENGTH) 7.0 SACK MIX CONCRETE WITH 1 1/2' MINUS FRACTURED AGINGATIE. RIEFER 70 STAN06W OWING 3-XX FOR STRIUCTURAL SECTION. * SIDEWAI.KS, ACCESS RAMIPSY MD RESIDENTIAL DW"AYS SHALL BE = PSI FIELD STREIIM (3450 PSI LAB nOGTH) &0 SACK MIX CMETE PAVEMENT MIX DESIGNS SHAILI BE SUBMITTED TO THE CITY FOR APPROVAL PWR TO THE SCHEDULED PAVING DATE_ C0$APA(-efED CRtJSHED R0`1' v- * CURBS & C0111 WERE DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STREFIGTH) 0 SACK MIX CONCRETE NJ REVISM DATE BY AM MY OF SPIUMM SPRINOF119LV:::::�:�01 0 DE M OF Pwc Tons 7YPICAL SEMIMS 5 TREf T PA VIN G A Femtu City 14win; STADAW DRAM IQ IREVMN DATE BY AM QTY OF SPFMGMM DDT. OF PIS TOM CURB & GUTTER my EjEwa- M STANDARD - to RMSMN IME I y *PRI aff OF spwGMw Dw. OF PUBUC Rows TYPICAL SECTIONS CUL —DE—SACS STANUM DRAWGI 3-3 20-- Z aIaQQ 0 M LL] > U IF LAIALCO-111C IS DEPRESSED, AT 1'1:1 h4AX AS TO LA11�0,,N(3 5`��C,E`OJALKS 01-4LY co CO Q P4 AQ SECTION ....... A A ... ......... ..... < 12'. Nif.-,X. SLOPE' A 21 x 4' Truncated Dome Texture Emmi * NO PMGM0 FACILITIES (ME WMNTS. POW POLES, CATCH BASINS, VALVES, i-BOXES, ETC.) SE011 BE PERWM WITHIN THE RAMP AM * CURB RAMPS AT UWM CRDSWM SHALL BE WHOLLY CONTNNED WITHIN THE IMARKM (EXCLUDING CURB TRANWONS) * QINWUM 4! x 4! IAN WS SHALL HE PLACED AT 11HE TOP OF ALL RAMPS, LANE G SLOPE SI*t NOT EXCEED 50-1 IN AW DIRECTION RAMP SLOPE SMI NOT EXCEED 12:1 OR LESS RELATIVE TO THE HOZOW)L ALL SUffACES SWL WE A BROOM FINISH EXCEPT FOR RAMPS. RAMP SURFACE SHALL BE TIEXTUIRED WITH RAISED DIIAMOND PATTERN (SEE DETAIL) SIDEWALKS, ACCESS RAMP! AND RESfffflk DRIVEWAYS SHALL BE 3000 PSI FIELD 57MGTH (3450 PSI LAB STIUMH) 6.0 SACK MIX CDNCRETE CURBS & 00114MMAL DFdLVEWAYS SHAWL, BE 35M PSI HELD SIRENM (AI&S PSI LAB STRENG") &3 SACK MIX CMCRM SIDEWALK ACCESS RAMP - CORNER SETBACK TO SETBACK SIDEWALK 0 aMOAM I* Aw mm coma SWIMS "M w sea^ am ORO" UM VQW OF JMMN OW WF AM fpr= NOW to M Q10" F= -TAL DWWM P= 13 UM "'COP 0010"L 0=4 to tM IF A a Di. WIVE STREET LrGHT im POLE war fs am= TO 1w am" AW AMIM SETM,4K SID.EWAIX WSTALLATION MMW SW PME -Ir fum orcm7w P= fir q w ts Z AN~ "M P= USES BECTRO-MVAMM $111= ANOM USE RAW, &MW IV IM pw WTH om SIRRIM Pay 0"Tw STOW X21 WM VAS URE"O.W "1M* 13 t s 3Q AMM OAX AAIV HAS f" 2* 1* as 21 It S J., ACC04MAIM Sle Bill, Ill r -it L, L , J !". " 'A j" M, 6 11 !U • Fd ), ". , ti -P- ow iox cmw swo3ps wM AMC?" wx- amw um "ff & JO FT. Q%XJW RW TO 00taff RM octow pw is (ism IM IF A MM i *MOW Tw P= )I= I* OONM TO Tw OWIM AW AND 7W FWWW &AM FIAM DECORATIVE STREET LIGHT Sri 6-4 CURBSIDE SIDEWALK MSTALLATION ANOM IXXTS smm tift soomr 9AW PLATE ux�" Sam - 3 * 120 52� 1. "CHOR WSE ASSEAMLY am coot 2_11:e RI RAW NOW iM WM I== ir ADM M" DECO&4TM F01XS _"M DRAWING NOT TO SCALIE AL DEBOLM WLM WrS. AW WSHIM SKAIL K GAM COAGVM FIBMLASS POWS - VAMW: 408 rzR0RCr8MWN Sobs! (408-16-BK) or NORM PACVIC NPSABDS seriev Sw LINUMS WO OTWWSF� AM WT SOtM WIAILL BE CAW B?CW 1"01M: MCO - %7-A-,r or 01,7WIC M-flft I &V swies IMIN. CA. 1/40 STAMM STEM WW NUM QR f0 WQ& &L MAIM& "Mam PLIANUM SH" Be CAW &wpm 5-24 AUA60M f 10M STEMMOrk d= %ries or OLYWIC: 0L_J*"0_" swim a Cn L_ Cn > Cn '� = 3 V) 0 0 Uj Ck5 CN ................. FOR I.USE VATF1 SETEBAC-K 9 5`��C,E`OJALKS 01-4LY co CO Q P4 AQ SECTION ....... A A ... ......... ..... C_ 12'. Nif.-,X. SLOPE' 50:1 st-OPE, 12:1 0 AS SHMkN ,-)N PIAN,S .. ........ . ............... 4> H. .. . ........ ............. IF NEEDED C0 0r 0 LLJ in f40 L 1 P 0 CD 0o a Ile) LjJ -4- E^ R11 lR,!4,/-? V. O0 0 C) V) CL . 2 " OF 0 T1h('K C0$APA(-efED CRtJSHED R0`1' Emmi * NO PMGM0 FACILITIES (ME WMNTS. POW POLES, CATCH BASINS, VALVES, i-BOXES, ETC.) SE011 BE PERWM WITHIN THE RAMP AM * CURB RAMPS AT UWM CRDSWM SHALL BE WHOLLY CONTNNED WITHIN THE IMARKM (EXCLUDING CURB TRANWONS) * QINWUM 4! x 4! IAN WS SHALL HE PLACED AT 11HE TOP OF ALL RAMPS, LANE G SLOPE SI*t NOT EXCEED 50-1 IN AW DIRECTION RAMP SLOPE SMI NOT EXCEED 12:1 OR LESS RELATIVE TO THE HOZOW)L ALL SUffACES SWL WE A BROOM FINISH EXCEPT FOR RAMPS. RAMP SURFACE SHALL BE TIEXTUIRED WITH RAISED DIIAMOND PATTERN (SEE DETAIL) SIDEWALKS, ACCESS RAMP! AND RESfffflk DRIVEWAYS SHALL BE 3000 PSI FIELD 57MGTH (3450 PSI LAB STIUMH) 6.0 SACK MIX CDNCRETE CURBS & 00114MMAL DFdLVEWAYS SHAWL, BE 35M PSI HELD SIRENM (AI&S PSI LAB STRENG") &3 SACK MIX CMCRM SIDEWALK ACCESS RAMP - CORNER SETBACK TO SETBACK SIDEWALK 0 aMOAM I* Aw mm coma SWIMS "M w sea^ am ORO" UM VQW OF JMMN OW WF AM fpr= NOW to M Q10" F= -TAL DWWM P= 13 UM "'COP 0010"L 0=4 to tM IF A a Di. WIVE STREET LrGHT im POLE war fs am= TO 1w am" AW AMIM SETM,4K SID.EWAIX WSTALLATION MMW SW PME -Ir fum orcm7w P= fir q w ts Z AN~ "M P= USES BECTRO-MVAMM $111= ANOM USE RAW, &MW IV IM pw WTH om SIRRIM Pay 0"Tw STOW X21 WM VAS URE"O.W "1M* 13 t s 3Q AMM OAX AAIV HAS f" 2* 1* as 21 It S J., ACC04MAIM Sle Bill, Ill r -it L, L , J !". " 'A j" M, 6 11 !U • Fd ), ". , ti -P- ow iox cmw swo3ps wM AMC?" wx- amw um "ff & JO FT. Q%XJW RW TO 00taff RM octow pw is (ism IM IF A MM i *MOW Tw P= )I= I* OONM TO Tw OWIM AW AND 7W FWWW &AM FIAM DECORATIVE STREET LIGHT Sri 6-4 CURBSIDE SIDEWALK MSTALLATION ANOM IXXTS smm tift soomr 9AW PLATE ux�" Sam - 3 * 120 52� 1. "CHOR WSE ASSEAMLY am coot 2_11:e RI RAW NOW iM WM I== ir ADM M" DECO&4TM F01XS _"M DRAWING NOT TO SCALIE AL DEBOLM WLM WrS. AW WSHIM SKAIL K GAM COAGVM FIBMLASS POWS - VAMW: 408 rzR0RCr8MWN Sobs! (408-16-BK) or NORM PACVIC NPSABDS seriev Sw LINUMS WO OTWWSF� AM WT SOtM WIAILL BE CAW B?CW 1"01M: MCO - %7-A-,r or 01,7WIC M-flft I &V swies IMIN. CA. 1/40 STAMM STEM WW NUM QR f0 WQ& &L MAIM& "Mam PLIANUM SH" Be CAW &wpm 5-24 AUA60M f 10M STEMMOrk d= %ries or OLYWIC: 0L_J*"0_" swim a Cn L_ Cn > Cn '� = 3 V) 0 0 Uj Ck5 CN ................. 9 00 co CO Q P4 AQ U) C6 C_ cc N 0 Q. 0 0 V) E C0 0r 0 LLJ in 0 CD 0o a Ile) LjJ -4- O0 0 C) V) CL • r QI) Qo C/) ...................... ................. 9 co CO Q P4 AQ LIJ •:4 cc Q. • r QI) Qo C/) ...................... ................. C) v- CN 0 Z aIaQQ 0 M LL] > U L4 w w L4 L4 0 > > > C� U W W w 0 a., Cn � U i� ] 20 • • - !zc Lo PLANTER STRIP 8" C900 PIPE GUTTER BAR TOP OF CURB 6" BELL END UP W/ @ ROADWAY @ ROADWAY DOME GRATE cn 1 r uj 2.00' 24" CONCRETE RING SECTION A—A NTS 6" VERTICAL CURB CONCRETE SEDIMENT TRAP 6" ROUND ROCK OUTFALL STRUCTURE _j U- a_ 0 , !R U-) 4 4 < 4 4 tLbUW SECTION C—C NTS I 2" CLASS C MIX OVER 2" CLASS B MIX 12" CRUSHED ROCK 1 j " -0" Z_ UI\L.Mf\ FOR DRAINAGE DUAL OUTLET FLOW—THROUGH PLANTER DETAIL NTS AC PAVING 1' CURB BREAK 7 PER PLAN FOR DRAINAGE s 5 =2.00% =8.00% 00\ 4" PERVIOUS PAVEMENT 24" (1 1/2"-3") OPEN GRADE ROCK LIGHTLY COMPACTED LIGHTLY COMPACTED SUB—GRADE 4' HIGH WROUGHT--� IRON FENCE W/ 18" SPLIT—FACE BLOCK COLUMNS @ t .0.50' 16" VERTICAL CURB 1.50' TOP OF CURB CN I -4- A4 A r 04 CONCRETE 16" VERTICAL SLAB BOTTOM OF CURB SEDIMENT TRAP SECTION 13-13 SEDIMENT TRAP NTS 8.0 S=2.00% SOCK WRAPPED- IF ERF PIPE 4: PERVIOUS PAVEMENT SECTION NTS STREET TREES @ 30' O.C. 5' PLANTER '\— 5' SIDEWALK 6'± PLANT!,--_R CONCEPTUAL RAINBOW DR. IMPROVEMENT SECTION NTS 5' OFFSET SIDEWALK m REVERSE FLOW CURB & CUTTER 77-7" ,7777, 12" CRUSHED ROCK li If—o" GEO—TEXTILE FABRIC cn L_ Cy) 0 cn > =3 (D L_ cn :3 C c V) U LLJ C;d ad C) cn r-• E 00 O co co co Cw � w c/) cn 04 c— CL X W p 0 ro 0 E 0 C)r 0 to (D 00 to 0 O -r co 0- O C/) coo O co co co Cw � w to CL X ui O C/) coo SHEET C-2.3 of 10 to to O C'4 0 m as Z 6i > u w w w 0 > w w U w w 0 cl. U) 04 x w u SHEET C-2.3 of 10 I I p[" of �l 3 EXISTING GAS VALVE' EX. WW MH #011 6 11 IN (W)=431.01 6" y=L IN (E)=431.01 59 LF EX. SD MH EX. SD M )8 NU.1 8- IN (SW)=431.51 S=0.40% NOT FOUND 12" FL IN (W)=:430.25 co ST MH 8" I=L OUT (N)=430.91 30" FL !N (N)=:430.00 RIM ELEV.=435.56 12" FL IN SW = 429.9± 30" FL OUT (S)=430.00 12- FL OUT (NE)=429.8 RIM ELEV.=440.55 RIM ELEV.=435.28 12 SD WW MH EX SD CB #401 6 FL IN (SE)=431.78 12" FL IN (SW) 431.03 268 LF 8" FL IN (SW)=431.78 12" FL OUT (SWE)=430.83 S=0.40%\ 8" FL OUT (NE)=431.68 RIM ELEV.=434.93 RIM ELEV.=435.46 WW MH 12 8" FL IN SW = 432.95 8" FIL OUT (NE)=432.85 13 1 RIM ELEV.=435.94 WW MH 6 NE = 433.48 268 LF 9 6" FL I N (NW)=433.48 S=0.40% RIM ELEV.=:439.02 ST MH 8 8" FL OUT (S)=433.38 10" FL IN (SE)=431.90 4. 00 12" FL OUT (NE)=431.70 owl- REMOVE EXISTING P lb Si CATCH BASIN AND RIM ELEV.=436.34 WW MH CURB INLET. TIE 10 UAL 7 0:) 6" FL IN SW)=434.12 EXISTING STORM 139 LF 8" FL OU (NE)=433.92 X351 LF LINE INTO PROPOSED ljz RIM ELEV.=436.89 S=0.50% 6 SYSTEM. 5 =0.40% .14 I I I Aj 6 WW CB=436.09 > 5 4 fln RELOCATE k WW MH 4 EXISTING FIRE 8" FL IN (N)=432.82 -A 18 HYDRANT 17 FL IN (W)=432.32 4"WW 7.00 8" 8" FL OUT (E)=432.22 P.U.E. 15 RIM ELEV.=438.24 EX. SD MH #102 20 z 12" FL IN (E)=430.61 Ho 16 FL IN (W)=430.61 3 c� ::� -PIS ST MH 341 LF 1109 LF (15" r- CL CB=436.25 12" FL IN (SW) 31.79 S=o. 0% S=0.40% 30" FL IN (N)=428.66 • 2 15" FL OUT (E)= 31.69 30'$ FL OUT (S)=428.66 p 21 UTL- U-1 RIM ELEV.=436.0 ivvi V IM ELEV.=440.26 22 293 LF 15"ST 2"SD- S=0.25% HAMILTON ST. ST MH 10" FL IN NW - 432,62 23 Q.. UTL 12" FL OUT (E)=432.52 UTL All RIM ELEV.=436.49 EX. WW MH #010 185 LF C) CB=435.82 C5 8: FL IN (E)=431.54 -P,-- S=0.40% 54 53 1 WW MH FL IN (W)=431.59 -Y -FLIN (SW) 433.16 WW MH 6" F- IN SE = 435.12 280 LF 8" FL OL T (E)=433.06 8: FL IN (S)=431.59 8 FL OUT (N)=431.53 8" FL OUT (NE)=435.02 S=0.40% 28 29 RIM ELEV =436.18 30 3 1 32 33 1 RIM ELEV.=440.29 RIM ELEV.=438.43 D $Iww 4 27 I I WW MH 26 4"WW 81' FL IN SW = 434.38 8" FL OUT (NE)=434.28 RIM ELEV.=437.38 55 160 LF 25 MATCHLINE ROCK FILLED TRENCH S =0.40% REFER TO 24 EX. SD MH f109 /-[TRAIN TO SE LOTS -3.1 54 TO 59 TRENCH TO 52 SHEET C 30" FL IN (N)=428.74 45 34 35 36 37 38 36" FL OUT (S)=428.74 OUTFALL AT PUBLIC WATERWAY AT SW- RIM ELEV.=439.14 46 G CORNER OF SITE --8"W 7.00' I ° 1 7.00' 47 56 P.U.E. 5 " I - ?-- faivyl UTL 1111 UT -in�/ P.U.E. 51 WW co AV 6" FL OUT NE = 435.26 4lv"W RIM ELEV.=438.32 .msµ 48 A I 1# IP4"WW ST MH 15" 4"WW 011 X 15 FL IN {W)= 430.33 �733 - 0 30 .8\3 49 ................... 36" FL IN (N)=428.68 77 7. -.1 �4-WW A 36" FL OUT (S)=428.68 UTL- oe 34 RIM ELEV.=439.14 cn > 75 (D " cn =3 0 0 W 86 EXISTING BOUNDARY cc PROPOSED STORM DRAINAGE SYSTEM C) ADJACENT PROPERTIES cli PROPOSED CATCH BASIN EXISTING CURB LINE -X -X EXISTING FENCE 8"W Or Li 0 Ll L cl) EXISTING WATER MAIN 0 EXISTING UNDERGROUND ELECTRIC EXISTING WATER METER EXISTING TRANSFORMER EXISTING WATER VALVE EXISTING TELEPHONE- PEDESTAL Ya EXISTING FIRE HYDRANT -PHN- nW PROPOSED WATER METER PROPOSED UTILITIES (ELECTRIC, CABLE, GAS, .� PROPOSED FIRE HYDRANT @�--8 "WW -2"G EXISTING WASTEWATER SYSTEM 0 ®8 "WW PROPOSED WASTEWATER SYSTEM @---- -24 "SD -- EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN 3 EXISTING GAS VALVE' EX. WW MH #011 6 11 IN (W)=431.01 6" y=L IN (E)=431.01 59 LF EX. SD MH EX. SD M )8 NU.1 8- IN (SW)=431.51 S=0.40% NOT FOUND 12" FL IN (W)=:430.25 co ST MH 8" I=L OUT (N)=430.91 30" FL !N (N)=:430.00 RIM ELEV.=435.56 12" FL IN SW = 429.9± 30" FL OUT (S)=430.00 12- FL OUT (NE)=429.8 RIM ELEV.=440.55 RIM ELEV.=435.28 12 SD WW MH EX SD CB #401 6 FL IN (SE)=431.78 12" FL IN (SW) 431.03 268 LF 8" FL IN (SW)=431.78 12" FL OUT (SWE)=430.83 S=0.40%\ 8" FL OUT (NE)=431.68 RIM ELEV.=434.93 RIM ELEV.=435.46 WW MH 12 8" FL IN SW = 432.95 8" FIL OUT (NE)=432.85 13 1 RIM ELEV.=435.94 WW MH 6 NE = 433.48 268 LF 9 6" FL I N (NW)=433.48 S=0.40% RIM ELEV.=:439.02 ST MH 8 8" FL OUT (S)=433.38 10" FL IN (SE)=431.90 4. 00 12" FL OUT (NE)=431.70 owl- REMOVE EXISTING P lb Si CATCH BASIN AND RIM ELEV.=436.34 WW MH CURB INLET. TIE 10 UAL 7 0:) 6" FL IN SW)=434.12 EXISTING STORM 139 LF 8" FL OU (NE)=433.92 X351 LF LINE INTO PROPOSED ljz RIM ELEV.=436.89 S=0.50% 6 SYSTEM. 5 =0.40% .14 I I I Aj 6 WW CB=436.09 > 5 4 fln RELOCATE k WW MH 4 EXISTING FIRE 8" FL IN (N)=432.82 -A 18 HYDRANT 17 FL IN (W)=432.32 4"WW 7.00 8" 8" FL OUT (E)=432.22 P.U.E. 15 RIM ELEV.=438.24 EX. SD MH #102 20 z 12" FL IN (E)=430.61 Ho 16 FL IN (W)=430.61 3 c� ::� -PIS ST MH 341 LF 1109 LF (15" r- CL CB=436.25 12" FL IN (SW) 31.79 S=o. 0% S=0.40% 30" FL IN (N)=428.66 • 2 15" FL OUT (E)= 31.69 30'$ FL OUT (S)=428.66 p 21 UTL- U-1 RIM ELEV.=436.0 ivvi V IM ELEV.=440.26 22 293 LF 15"ST 2"SD- S=0.25% HAMILTON ST. ST MH 10" FL IN NW - 432,62 23 Q.. UTL 12" FL OUT (E)=432.52 UTL All RIM ELEV.=436.49 EX. WW MH #010 185 LF C) CB=435.82 C5 8: FL IN (E)=431.54 -P,-- S=0.40% 54 53 1 WW MH FL IN (W)=431.59 -Y -FLIN (SW) 433.16 WW MH 6" F- IN SE = 435.12 280 LF 8" FL OL T (E)=433.06 8: FL IN (S)=431.59 8 FL OUT (N)=431.53 8" FL OUT (NE)=435.02 S=0.40% 28 29 RIM ELEV =436.18 30 3 1 32 33 1 RIM ELEV.=440.29 RIM ELEV.=438.43 D $Iww 4 27 I I WW MH 26 4"WW 81' FL IN SW = 434.38 8" FL OUT (NE)=434.28 RIM ELEV.=437.38 55 160 LF 25 MATCHLINE ROCK FILLED TRENCH S =0.40% REFER TO 24 EX. SD MH f109 /-[TRAIN TO SE LOTS -3.1 54 TO 59 TRENCH TO 52 SHEET C 30" FL IN (N)=428.74 45 34 35 36 37 38 36" FL OUT (S)=428.74 OUTFALL AT PUBLIC WATERWAY AT SW- RIM ELEV.=439.14 46 G CORNER OF SITE --8"W 7.00' I ° 1 7.00' 47 56 P.U.E. 5 " I - ?-- faivyl UTL 1111 UT -in�/ P.U.E. 51 WW co AV 6" FL OUT NE = 435.26 4lv"W RIM ELEV.=438.32 .msµ 48 A I 1# IP4"WW ST MH 15" 4"WW 011 X 15 FL IN {W)= 430.33 �733 - 0 30 .8\3 49 ................... 36" FL IN (N)=428.68 77 7. -.1 �4-WW A 36" FL OUT (S)=428.68 UTL- oe 34 RIM ELEV.=439.14 cn > 75 (D " cn =3 0 0 W 86 EXISTING CURB INLE7. &-24"ST cc PROPOSED STORM DRAINAGE SYSTEM C) cli PROPOSED CATCH BASIN Lu PROPOSED PLANTER DRAIN w C) 0 t7i E EXISTING STREET LIGHT Or Li 0 Ll L cl) PROPOSED STREET LIGHT UGE 0 EXISTING UNDERGROUND ELECTRIC L;j = EXISTING TRANSFORMER 0 0 0 EXISTING TELEPHONE- PEDESTAL V) 0- EXISTING TELEPHONE- LINE -PHN- UTL C/) PROPOSED UTILITIES (ELECTRIC, CABLE, GAS, .� 0 WATER & PHONE) -2"G EXISTING GAS MAIN 3 EXISTING GAS VALVE' EX. WW MH #011 6 11 IN (W)=431.01 6" y=L IN (E)=431.01 59 LF EX. SD MH EX. SD M )8 NU.1 8- IN (SW)=431.51 S=0.40% NOT FOUND 12" FL IN (W)=:430.25 co ST MH 8" I=L OUT (N)=430.91 30" FL !N (N)=:430.00 RIM ELEV.=435.56 12" FL IN SW = 429.9± 30" FL OUT (S)=430.00 12- FL OUT (NE)=429.8 RIM ELEV.=440.55 RIM ELEV.=435.28 12 SD WW MH EX SD CB #401 6 FL IN (SE)=431.78 12" FL IN (SW) 431.03 268 LF 8" FL IN (SW)=431.78 12" FL OUT (SWE)=430.83 S=0.40%\ 8" FL OUT (NE)=431.68 RIM ELEV.=434.93 RIM ELEV.=435.46 WW MH 12 8" FL IN SW = 432.95 8" FIL OUT (NE)=432.85 13 1 RIM ELEV.=435.94 WW MH 6 NE = 433.48 268 LF 9 6" FL I N (NW)=433.48 S=0.40% RIM ELEV.=:439.02 ST MH 8 8" FL OUT (S)=433.38 10" FL IN (SE)=431.90 4. 00 12" FL OUT (NE)=431.70 owl- REMOVE EXISTING P lb Si CATCH BASIN AND RIM ELEV.=436.34 WW MH CURB INLET. TIE 10 UAL 7 0:) 6" FL IN SW)=434.12 EXISTING STORM 139 LF 8" FL OU (NE)=433.92 X351 LF LINE INTO PROPOSED ljz RIM ELEV.=436.89 S=0.50% 6 SYSTEM. 5 =0.40% .14 I I I Aj 6 WW CB=436.09 > 5 4 fln RELOCATE k WW MH 4 EXISTING FIRE 8" FL IN (N)=432.82 -A 18 HYDRANT 17 FL IN (W)=432.32 4"WW 7.00 8" 8" FL OUT (E)=432.22 P.U.E. 15 RIM ELEV.=438.24 EX. SD MH #102 20 z 12" FL IN (E)=430.61 Ho 16 FL IN (W)=430.61 3 c� ::� -PIS ST MH 341 LF 1109 LF (15" r- CL CB=436.25 12" FL IN (SW) 31.79 S=o. 0% S=0.40% 30" FL IN (N)=428.66 • 2 15" FL OUT (E)= 31.69 30'$ FL OUT (S)=428.66 p 21 UTL- U-1 RIM ELEV.=436.0 ivvi V IM ELEV.=440.26 22 293 LF 15"ST 2"SD- S=0.25% HAMILTON ST. ST MH 10" FL IN NW - 432,62 23 Q.. UTL 12" FL OUT (E)=432.52 UTL All RIM ELEV.=436.49 EX. WW MH #010 185 LF C) CB=435.82 C5 8: FL IN (E)=431.54 -P,-- S=0.40% 54 53 1 WW MH FL IN (W)=431.59 -Y -FLIN (SW) 433.16 WW MH 6" F- IN SE = 435.12 280 LF 8" FL OL T (E)=433.06 8: FL IN (S)=431.59 8 FL OUT (N)=431.53 8" FL OUT (NE)=435.02 S=0.40% 28 29 RIM ELEV =436.18 30 3 1 32 33 1 RIM ELEV.=440.29 RIM ELEV.=438.43 D $Iww 4 27 I I WW MH 26 4"WW 81' FL IN SW = 434.38 8" FL OUT (NE)=434.28 RIM ELEV.=437.38 55 160 LF 25 MATCHLINE ROCK FILLED TRENCH S =0.40% REFER TO 24 EX. SD MH f109 /-[TRAIN TO SE LOTS -3.1 54 TO 59 TRENCH TO 52 SHEET C 30" FL IN (N)=428.74 45 34 35 36 37 38 36" FL OUT (S)=428.74 OUTFALL AT PUBLIC WATERWAY AT SW- RIM ELEV.=439.14 46 G CORNER OF SITE --8"W 7.00' I ° 1 7.00' 47 56 P.U.E. 5 " I - ?-- faivyl UTL 1111 UT -in�/ P.U.E. 51 WW co AV 6" FL OUT NE = 435.26 4lv"W RIM ELEV.=438.32 .msµ 48 A I 1# IP4"WW ST MH 15" 4"WW 011 X 15 FL IN {W)= 430.33 �733 - 0 30 .8\3 49 ................... 36" FL IN (N)=428.68 77 7. -.1 �4-WW A 36" FL OUT (S)=428.68 UTL- oe 34 RIM ELEV.=439.14 cn > 75 (D " cn =3 0 0 W 86 C, �� q cc E 0 C) cli c- Lu w C) 0 t7i E U) Or Li 0 Ll L cl) 0 C) L;j = 0 0 0 0 V) 0- SHEET C-3-0 of 10 C) �� q cc C) SHEET C-3-0 of 10 C) 10 Q) C) 0 C/) .� 0 C'4 SHEET C-3-0 of 10 C) 10 C'4 0 > W W W 0 > > > < < z u w 0 1Z CL� V) w u SHEET C-3-0 of 10 INK"Im r 54 :' i 52 51 WW CO WW MH 61 EXISTING BOUNDARY 6" FL IN =433.84 PROPOSED STORM DRAINAGE SYSTEM ADJACENT PROPERTIES 6" FL N (SW)`--�3.8-4 PROPOSED CATCH BASIN EXISTING CURB LINE -X-X- RIM ELEV\= EXISTING FENCE 8"W EXISTING WATER MAIN RI"EV.=437.28 FW-] EXISTING WATER METER EXISTING TRANSFORMER EXISTING WATER VALVE -PHN- tiYa EXISTING FIRE HYDRANT C/) 0 PROPOSED WATER METER WATER & PHONE) -2"G PROPOSED FIRE HYDRANT @�--8"WW EXISTING WASTEWATER SYSTEM 0 -`8"WW C PROPOSED WASTEWATER SYSTEM S 24"SD- w x EXISTING STORM DRAINAGE SYSTEM EXISTING CATCH BASIN r 54 :' i 52 51 WW CO 55 ROCK FILLED TRENCH DRAIN TO SERVE LOTS 54 TO 59 TRENCH TO OUTFALL AT PUBLIC WATERWAY AT SW CORNER OF SITE 56 4"WW 4"WW 7.00 57 P.U.E. 112 LF -S=0.60% 3 EXISTING GAS VALVE SCALIE- 1`40' 40 0 40 80, 1pqF o-wm-Am E E61 sz-m-p E 6 2=-� � � I k 33 28 29 30 31 32 EX. SD MH #102 IL 30" FL IR (N)=428.74 -' "" M '-- s 36" FL,--O,"T (S)=428.74 27 RIM ELEV.= 439.14 26 25 34 \IATCHLINE 24 CD REFER TO WW MH SHEET C-3.0 45 8" FL IN (SW )=433.67 35 36 37 38 8" FL OUT (SE)=433.57 46 RIM ELEv.=437.00 -b G WW MH -8 W U fm 1 4- 8" FL IN SW = 433.10 47 92 LF U TL- S=0.40% > 8" FL IN (E)- 433.10 ST MH .......... .................. 8" FL OUT (SE)=433.00 15" FL IN (W)- 430.03 6" 6" FL OUT (NE)=435.26 274 LF 1 358 LF i RIM ELEV.= 437.40 36" FL IN (N) 42,8.-% I , RIM ELEV.=438.32 fl*% 36" FL OUT (S)=4 8.68\ S=0.40% S= 0.30% 48 -AN Q70 0 VY VY 4 `WW 0 LF C) N\I i I RIM ELEV.=439.14 a. "ST 15"ST S =O. . ... ...... 4p 162 LF z �4"WW 7 S=0.40% UTL 50 to CD Uj ST MH ST MH C5 0 MH -C:> 12" FL IN (SW)=431.48 12" FL IN (SW)=431.2 8" FL OUT SE = 434.77 (5 RIM ELEV.= Q8.24 162 LF 12" FL OUT NE = 431.38 15" FL OUT (S)=431.10 BRIM ELEV.=437.17 RIM ELEV13.76 a=v.&tu/o 41 4u aw 58 43 N, WW MH #024 44 f (5A ww M`k\' 'N, 8" FL IN (E)=432.46 A 6- FL IN �W )=434.59 8" FL OUT (S)=432.261 175 LF tin RIM ELEV.=437.66 8" FL IN (N)=,434.59 S=0.25% 8" FL OUT (NE')=434.491 C) RIM ELEV.=438.13 - ----- - 64 UTL - - - - - - - L� \ v WW MH 61 EXISTING CURB INLET 0- -24 "ST 6" FL IN =433.84 PROPOSED STORM DRAINAGE SYSTEM 59 60 6" FL N (SW)`--�3.8-4 PROPOSED CATCH BASIN (NE)=431.92 0 PROPOSED PLANTER DRAIN RIM ELEV\= 137.08 EXISTING STREET LIGHT 8" FLj, OUT (NE)=433.74 PROPOSED STREET LIGHT UGE RI"EV.=437.28 EXISTING UNDERGROUND ELECTRIC C) EXISTING TRANSFORMER EXISTING TELEPHONE PEDESTAL -PHN- 10- v- EXISTING TELEPHONE LINE UTL C/) PROPOSED UTILITIES (ELECTRIC, CABLE, GAS, WATER & PHONE) -2"G EXISTING GAS MAIN 55 ROCK FILLED TRENCH DRAIN TO SERVE LOTS 54 TO 59 TRENCH TO OUTFALL AT PUBLIC WATERWAY AT SW CORNER OF SITE 56 4"WW 4"WW 7.00 57 P.U.E. 112 LF -S=0.60% 3 EXISTING GAS VALVE SCALIE- 1`40' 40 0 40 80, 1pqF o-wm-Am E E61 sz-m-p E 6 2=-� � � I k 33 28 29 30 31 32 EX. SD MH #102 IL 30" FL IR (N)=428.74 -' "" M '-- s 36" FL,--O,"T (S)=428.74 27 RIM ELEV.= 439.14 26 25 34 \IATCHLINE 24 CD REFER TO WW MH SHEET C-3.0 45 8" FL IN (SW )=433.67 35 36 37 38 8" FL OUT (SE)=433.57 46 RIM ELEv.=437.00 -b G WW MH -8 W U fm 1 4- 8" FL IN SW = 433.10 47 92 LF U TL- S=0.40% > 8" FL IN (E)- 433.10 ST MH .......... .................. 8" FL OUT (SE)=433.00 15" FL IN (W)- 430.03 6" 6" FL OUT (NE)=435.26 274 LF 1 358 LF i RIM ELEV.= 437.40 36" FL IN (N) 42,8.-% I , RIM ELEV.=438.32 fl*% 36" FL OUT (S)=4 8.68\ S=0.40% S= 0.30% 48 -AN Q70 0 VY VY 4 `WW 0 LF C) N\I i I RIM ELEV.=439.14 a. "ST 15"ST S =O. . ... ...... 4p 162 LF z �4"WW 7 S=0.40% UTL 50 to CD Uj ST MH ST MH C5 0 MH -C:> 12" FL IN (SW)=431.48 12" FL IN (SW)=431.2 8" FL OUT SE = 434.77 (5 RIM ELEV.= Q8.24 162 LF 12" FL OUT NE = 431.38 15" FL OUT (S)=431.10 BRIM ELEV.=437.17 RIM ELEV13.76 a=v.&tu/o 41 4u aw 58 43 N, WW MH #024 44 f (5A ww M`k\' 'N, 8" FL IN (E)=432.46 A 6- FL IN �W )=434.59 8" FL OUT (S)=432.261 175 LF tin RIM ELEV.=437.66 8" FL IN (N)=,434.59 S=0.25% 8" FL OUT (NE')=434.491 C) RIM ELEV.=438.13 - ----- - 64 UTL - - - - - - - L� \ v WW MH 61 ST MH --- tQ.- FL IN 63 6" FL IN =433.84 NE)=432.02 59 60 6" FL N (SW)`--�3.8-4 12" 'FL OU 62 (NE)=431.92 1 8" FL JN (N)=433.84 RIM ELEV\= 137.08 Or in 8" FLj, OUT (NE)=433.74 0 RI"EV.=437.28 c-5 M 6-01 C) 0 ry C:) C.) V) -"r cn V) CL 10- v- ..... ..... ............... 0 ........................ 65 WW MH 6" FL IN NW = 432.08 8" FL IN (SW)=432.08 8" FL OUT (E)=431.98 RIM ELEV.=436.89 231 LF S=0.40% 77 ST MH 10" FL IN (NW)=431.18 78 76 10" FL IN (SW)=431.18 74 12" FL 0 (E)=431.08 RIM ELEV. �=435.51 % c) LLj 75 5 :Z; 0 201 LF S=0.25% I UTL vvi - IVY I 66 CB 67 69 �o 70 L UTL 14 w a- 71 370 LF S=0.40% 72 1wi 4 �- kt> 1 as 73 I `ffi. I�� d S 12" FL IN (W)=430.58 36° FL IN (N)=428.58 36" FL OUT (S)=428.58 RIM ELEV.=436.66 I- -WW -MH 8 FL IN (W)=430.50 8" FL IN (N)=430.50 8" FL OUT (S)=430.40 RIM ELEV.=436.86 EX. SD MH #102 18" FL IN (E)=429.83 24° FL IN (W)=429.83 36" FL IN (N)=428.48 36" FL OUT (S)=428.48 � j I RIM ELEV.=436.03 1N cn L- cn 0 cn >-N L- Q CD 75 (v L > - cn 0 U W 46 J� z 0 *-I SHEET C -3.1 of 10 Date Raeceove-d'? OR - q, Original Submittal--,-_ C) rn E o co co w rzq cn w co o 0 o E cn Or in 0 c-5 M 6-01 C) 0 ry C:) C.) V) -"r cn V) CL 10- v- J� z 0 *-I SHEET C -3.1 of 10 Date Raeceove-d'? OR - q, Original Submittal--,-_ C) o co co w rzq Q) J� z 0 *-I SHEET C -3.1 of 10 Date Raeceove-d'? OR - q, Original Submittal--,-_ C) Q) C) 10- v- C/) N F w� 0 Z 0 0 � U U) > w > w x w ♦ 0 w U J� z 0 *-I SHEET C -3.1 of 10 Date Raeceove-d'? OR - q, Original Submittal--,-_ C) C) 10- v- N F w� 0 Z 0 0 � U U) > w > w x w ♦ 0 w U J� z 0 *-I SHEET C -3.1 of 10 Date Raeceove-d'? OR - q, Original Submittal--,-_ L%DWN 940 ;F/ li OVAWO smm - to PAM STRWIS - 411w WE- ALL FK WMECUM TO WmKom giml BE ONVAM awtem -/ 04 4KW Pax Fes` ................ ............ - FOUNDRY GO. JNC� OREQUAL RING---NO. 802 -o COVER.-,-NO. 802 2 MANHOLE ALL, C(MSWXM MXTS SPAL BE MWARED IN RACE 000f 1509-9--VA (w APPROVED EW& W�lsa MTE V cm OF spnlvGnm STAND,41RI-1 V01HOLf a, 'N 4-1 OF pmm ffi'm o"um-0 CLEANOUT (PIPE SIZE) CASE SIZE CAST IRON LAMPHOLE ROO AND COVER 30.0 PVC PIPE 1/8 SEND Pvc PIPE INSTALL 1/2 INCH DIA. WLE THROUC41 MECHANICAL PLUG PWG HOLE WON SILICONE CAVIXWG MECHANICAL PLUG • CONCR CASE ETE 0 to O O MANUFACTURED 'V OJEND 45 DEG. WYE 51 MIN. M PIPE r----------- MECHANICAL PLUG ------------- ----------- -------------- --- ------------------- A MAO AVWCa 1 4 STANDARD RISER RINGS' A$ REQUIRED (2!r I.D.) — lwlORTAR I SECTION A—A ALL PIPE CONNECTIONS TO MANHOLES SHALL BE CONCRETE FLEXIBLE COUPLING COVER AND FRAME INLAND FOUNDRY CO. INC. OR EQUAL RING ...............NO. 802 COVER............ NO. 802 - 2 00' I N '10j O Now motif , --- -------------------- PEAK OUT TOP OF PIPE AND SMOOTH INTERIOR SURFACE P.C. CONCRETE SASEAS TYPICAL SANITARY SEWER CONSTRUCT SMOOTH CHANNELS TYPCX STORM SEWER CITY OF SPRINGFIELD DFPT. OF PUB= NNW! t I - S,HALLQW MANHOLE-- row STMW NOW SpRwamw. ca 974 CRATE FRAME AS APPROVED BY ENGINEER. 16 3/4" ..... . .... 35 1/4" MILD STEEL ANC ST-ft BAR IJ u L! iu A 11J L. I I F l 0 0 U I'llul ILK,] it- GRATE rRAVE AND ........... "00 OJAI IVARIE ..... . ......... ........... . . - - ..................... ....................... .......... 6 43* AREA DRAIN CATCH BASIN GRATE FRAME AND GRATE INLET I OUNLI P .............. ....... ... .. . ....... - ................. . . ............ STREET DRAIN CATCH BASIN C) O c Illy OF SpRfi.�CTFTP OF' PUR11-C WORKIS Sy CITY OF SPRINGFIELD DEPT OF PVBlX WORKS m nm STI= i SP=GfUW. OX "4" STANDARD SANITARY MYE CL NOUT WE 'EL CASTING U) Ld . ..... .m. ...... 0 V) E U) CATCH BASIN C cy 0 UJ 0 uj Q.) �� MAO AVWCa 1 4 STANDARD RISER RINGS' A$ REQUIRED (2!r I.D.) — lwlORTAR I SECTION A—A ALL PIPE CONNECTIONS TO MANHOLES SHALL BE CONCRETE FLEXIBLE COUPLING COVER AND FRAME INLAND FOUNDRY CO. INC. OR EQUAL RING ...............NO. 802 COVER............ NO. 802 - 2 00' I N '10j O Now motif , --- -------------------- PEAK OUT TOP OF PIPE AND SMOOTH INTERIOR SURFACE P.C. CONCRETE SASEAS TYPICAL SANITARY SEWER CONSTRUCT SMOOTH CHANNELS TYPCX STORM SEWER CITY OF SPRINGFIELD DFPT. OF PUB= NNW! t I - S,HALLQW MANHOLE-- row STMW NOW SpRwamw. ca 974 CRATE FRAME AS APPROVED BY ENGINEER. 16 3/4" ..... . .... 35 1/4" MILD STEEL ANC ST-ft BAR IJ u L! iu A 11J L. I I F l 0 0 U I'llul ILK,] it- GRATE rRAVE AND ........... "00 OJAI IVARIE ..... . ......... ........... . . - - ..................... ....................... .......... 6 43* AREA DRAIN CATCH BASIN GRATE FRAME AND GRATE INLET I OUNLI P .............. ....... ... .. . ....... - ................. . . ............ STREET DRAIN CATCH BASIN W L- 0 (D (D > Vi —c =3 0 C.) u 3 C) O c Illy OF SpRfi.�CTFTP OF' PUR11-C WORKIS Sy V-4uKDARD c- U) Ld . ..... .m. ...... 0 V) E U) CATCH BASIN C cy 0 UJ 0 uj W L- 0 (D (D > Vi —c =3 0 C.) u 3 • C) O Sy r , E 0 c- U) Ld 0 CL 0 V) E U) Lu C cy 0 UJ 0 uj Q.) • Sy 1�t co co cq��e 0 9 :4 S w co j::4 cc CL Lu • z 0 0-4 cf) 0-4 SHEET C-3.2 of 10 Q.) �� O z 0 0-4 cf) 0-4 SHEET C-3.2 of 10 C) 04 0 Z 0 :r > u w w w 0 > > > c� u w 0 C/) x x x u z 0 0-4 cf) 0-4 SHEET C-3.2 of 10 -41 t 17 0 9 H. 8 7 6 5 VISION NOTES: 1. VISION CLEARANCE AREAS AS SHOWN. 2. STREET TREES SHALL BE PLANTED NO CLOSER THAN 5 FOOT FROM DRIVEWAY APPROACHES AND UTILITY FEATURES. HAMILTON ST. 3. STREET TREES SHALL BE PLANTED NO CLOSER THAN 20 FOOT FROM III __ � � STREET LIGHTS. (( � 4. STREET TREES LOCATED WITHIN BACK OF CURB SIDEWALK AREAS SHALL BE PLANTED 2.5 FOOT BEHIND P.U.E., 9.5 FOOT BEHIND PROPERTY LINE. O 5. TREES SHALL BE CHOSEN FROM CITY OF SPRINGFIELD LIST OF II I APPROVED STREET TREES. (I Iii LEGEND EXISTING BOUNDARY ADJACENT PROPERTIES P4 PROPOSED WATER METER PROPOSED FIRE HYDRANT Em PROPOSED CATCH BASIN Z ( � PROPOSED PLANTER DRAIN P4 PROPOSED STREET LIGHT I� � l I� � �I� I� � ��I (I� I I�� 1 I�� Ij � ir cn c" E2 COP) C c" V) 0 c 4 C. LLJ Ck3 86 CD E 0 c— CD 0 cr- U) c or 0 (D co M Z W 0 0 0 -T- cn, V) a- Z) .................. .............. Q) Z) Q) QL) C4 APR i0% 10 ce.g, C4 y W W W fi] W W > APR i0% 10 ce.g,